BS ISO 17313:2004
Current
The latest, up-to-date edition.
Soil quality. Determination of hydraulic conductivity of saturated porous materials using a flexible wall permeameter
Hardcopy , PDF
English
19-07-2004
Foreword
Introduction
1 Scope
2 Terms and definitions
3 Significance and use
4 Reagents
5 Apparatus
6 Test specimen
6.1 Specimen dimensions
6.2 Undisturbed specimen
6.3 Laboratory-compacted specimen
6.4 Other preparation methods
7 Procedure
7.1 Specimen set-up
7.2 Specimen soaking
7.3 Back-pressure saturation
7.4 Consolidation
7.5 Permeation
7.6 Final dimensions of the specimen
8 Calculation
8.1 Tests at constant head and constant flow rate
(Methods A and D)
8.2 Falling-head tests
9 Test report
Bibliography
Provides a test method for laboratory measurement of the hydraulic conductivity of water-saturated porous materials using a flexible wall permeameter. Applicable to undisturbed or compacted specimens that have a hydraulic conductivity between 1 x 10[-5] m/s (1 x 10[-3] cm/s) and 1 x 10[-11] m/s (1 x 10[-9] cm/s).
| Committee |
EH/4
|
| DocumentType |
Standard
|
| Pages |
22
|
| PublisherName |
British Standards Institution
|
| Status |
Current
|
This International Standard specifies a test method for laboratory measurement of the hydraulic conductivity of water-saturated porous materials using a flexible wall permeameter.
This International Standard is applicable to undisturbed or compacted specimens that have a hydraulic conductivity between 1 × 10−5 m/s (1 × 10−3 cm/s) and 1 × 10−11 m/s (1 × 10−9 cm/s). Typical soil types falling in this category are clay, clay and sand tills, silt, peat, mud, etc.
| Standards | Relationship |
| ISO 17313:2004 | Identical |
| 10/30205348 DC : 0 | BS 10175 - INVESTIGATION OF POTENTIALLY CONTAMINATED SITES - CODE OF PRACTICE |
| BS 10175(2011) : 2011 | INVESTIGATION OF POTENTIALLY CONTAMINATED SITES - CODE OF PRACTICE |
| ISO 11277:2009 | Soil quality — Determination of particle size distribution in mineral soil material — Method by sieving and sedimentation |
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